DISCUSSIONS AND CLOSURES
Mar 1, 1989
Discussion of “Characteristics of Cable Nets” by Oren Vilnay (July, 1987, Vol. 113, No. 7)
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VIEW THE REPLYAuthors: C. R. Calladine and Sergio PellegrinoAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 115, Issue 3
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References
1.
Calladine, C. R. (1978). “Buckminster Fuller's ‘Tensegrity’ structures and Clerk Maxwell's rules for the construction of stiff frames.” Int. J. Solids Struct., 14, 161–172.
2.
Hoff, N. J., and Femandez‐Sintes, J. (1980). “Kinematically unstable space frameworks.” Mechanics Today, 5, S. Nemat‐Nasser, ed., Pergamon Press, Oxford, U.K., 95–111.
3.
Pellegrino, S., and Calladine, C. R. (1984). “Two‐step matrix analysis of prestressed cable nets.” Proc. 3rd Int. Conf. Space Struct., H. Nooshin, ed., Elsevier Appl. Sci. Publ., London, U.K., 744–749.
4.
Pellegrino, S., and Calladine, C. R. (1986). “Matrix analysis of statically and kinematically indeterminate frameworks.” Int. J. Solids Struct., 22, 409–428.
5.
Strang, G. (1980). Linear algebra and its applications, 2nd ed., Academic Press, London, U.K.
Information & Authors
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Published In
Journal of Structural Engineering
Volume 115 • Issue 3 • March 1989
Pages: 747 - 748
Copyright
Copyright © 1989 ASCE.
History
Published online: Mar 1, 1989
Published in print: Mar 1989
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Authors
Affiliations
C. R. Calladine
Prof. of Struct. Mech., Dept. of Engrg., Trumpington St., Cambridge Univ., Cambridge CB2 1PZ, U.K.
Sergio Pellegrino
Asst. Lect., Dept. of Engrg., Univ. of Cambridge, Cambridge, U.K.
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